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F ST/FAU 5030 over UPRR 817-392-N

Map 

Coordinates:
+41.21972, -95.95716
41°13'11" N, 95°57'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:F ST/FAU 5030 over UPRR 817-392-N
Structure number:U182542625
Location:OMAHA F @ BUCKINGHAM
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:143.1 ft. [43.6 m]
Total length:845.2 ft. [257.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:7,254 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:51.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201551.7Not deficientGoodGoodGood7254
September 201351.7Not deficientGoodGoodGood6300
September 201164.5Not deficientSatisfactoryGoodGood5300
July 200965.4Not deficientSatisfactorySatisfactoryGood8100
November 200778.6Not deficientSatisfactorySatisfactoryGood8100
May 200578.4Not deficientSatisfactoryGoodGood8600
September 200378.4Not deficientGoodGoodGood8600
September 200178.7Not deficientGoodGoodGood7600
August 199980.1Not deficientGoodGoodGood7100
August 199780.2Not deficientGoodGoodGood6900
July 199580.4Not deficientGoodGoodGood6100
June 199380.2Not deficientGoodVery GoodGood8600
June 199180.2Not deficientGoodVery GoodGood8600